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HomeMy WebLinkAboutProduct Approval ? dbpr �Product Approval USER:Public user arnrlurt Aooroval MPnu>Produce or Aoolicatirni Search>Application List>Application Detail FL# FL20101 Application Type New Code Version 2014 �'. Application Status Approved *Approved by DBPR. Approvals by D6PR shall be reviewed and ratified by j: the POC and/or the Commission if necessary. Comments i' Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 al `(800) 234-4228 -Ext 4644 Jonberrian@slbp.com �C� Authorized Signature Jon Berrian pOA© Jonberrian@slbp.com ialh►9i ' PER:�IITTii`!G Technical Representative Jon Berrian St.Lucie Cot;nt'f'FL y Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 I; jonberrian@slbp.com a- - k i Quality Assurance Representative i. Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies K k'4jq'_p Compliance Method Certification Mark or Listing t Certification Agency Window and Door Manufacturers Association �+ Validated By Window and Door Manufacturers Association i . Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 TAS 202 1994 s . '- Equivalence of Product Standards Certified By I " 1 http://ivww.floiidabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsSY4JywRcv%2t5rssBMnxJ056BOgEl9gHj8rEOAr%2fSnGNQ%3d%3d[8/9/2016 1:50:50 PM] Florida Building Code Online Product Approval Method Method 1 Option A V Date Submitted 05/05/2016 F` Date Validated 05/10/2016 i" Date Pending FBC Approval Date Approved 05/11/2016 a Summary of,Products-- I FL# Model,Number or Name Description 20101.1 I Series 5500/5700- Model Sliding Patio Door j 5502HV/5702HV Limits of Use Certification Agency Certificate ,G Approved for use in HVHZ:Yes FL20101 RO C CAC 5502HV-5702HV CCL(�df ;- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/07/2026 Design Pressure: +50/-50 Installation Instructions Other: See Installation Instructions, SWD003, and Product FL20101 RO II SWDOp3 SS 2016-04-24.odf Evaluation Report, PER4236,for installation requirements and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 limits of use. Created by Independent Third Party: Yes Evaluation Reports FL20101 RO AE PER4236 SS 2016-04-1 O.�df Created by Independent Third Party: Yes X's*' _ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:8SO-487-1824 `3u - The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have •t r one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., ; please click here. t, Product Approval Accepts: Rid Credit Card Safe ,a. secUrity http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgsSY4JywRcv%2f5rssBMnxJO56BOgEl9gHj8rEOAr%2fSnGNQ%3d%3d[8/9/2016 1:50:50 PM] v'Jlf�lE3tW, s' 0100P ■ MAiNUF„c URFRS ASSOCIATION Hallmark® Certificate of .: AMS, INC. A�ministeative Managetnent Conformance and License (CCL) 4� tcns,Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11 Class R-PG50;Size Tested 1819mm 2026mm F3692.02-109-44 2/19/2016 1/7/2026 1819mm x 2026mm(72 x 80) Type-SD;DP+50/-50 psf; Water Test Press 36013a (7.52psf) 440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94 72 x 80, DP+50/-50 psf 1819mm 2026mm F3692.01-109-18 3/17/2016 1/29/2026 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee") at its participating manufacturing plant(s), is licensed to use the WDMA Registered By_ +t�if� John 1IcFee, VP ofCertifrcation Prograins, T3,D1t14 Hallmark- Hallmark allmark Hallmark on product lines that have been manufactured in accordance with the , standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by By. / 1,; i.h „ Rlio?ida S'cliot_, Author-iEed Repr-eserrtative, .x:115 WDMA, and are subject to regular follow-up inspection and test. It is further , certified that samples of the product set forth above were tested and found to Program Sponsor: Program Administrator: comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N.Wabash Avenue,Suite 2000 PO Box 730, 100 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL(312)673-4828 www.wdma.com TEL(315)646-2234 staff@amscert.com ND-20 10/14/09 Friday, April 01, 2016 Page 1 SILVER LINE BUILDING PRODUCTS SilverLine hrAndersen INSTALLATION NOTES: SERIES 5500/5700 ��- w rooves 000ns 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION MODEL 5502HVI5702HV PA TIO DOOR NoaTHBRUNS 435-1047oa9ox SHOWN. PH:(752) 35-IOOa 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE (NON-I > MPA C T) Z m m MAXIMUM SIZE LISTED. o Fi a 4 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 j p Z INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS 00 N 0 Z (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT o0 CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXTa7- . w¢ ~ L Z L"I w 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 2) N w m _JQ m $ SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE GENERAL NOTES: O Q Fi Q m SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED LU o=a 0 Z m OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS lii Q W p MANUFACTURED TO COMPLY WITH THE STH EDITION o_ m S. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING (2014)FLORIDA BUILDING CODE(FBC),INCLUDING HVH2 SHEET REVISION SHEET DESCRIPTION �'r ix ULI USE#SO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH AND HAS BEEN EVALUATED ACCORDING TO THE v. MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. FOLLOWING: I - INSTALLATION A GENERAL NOTES w -- - AAMA/WDMA/CSA 101/1.S.2/A440-11 F CTHROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO TAS 202-94 2 - ELEVATION,ANCHOR LAYOUT&GLAZING DETAIL Q CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE INC.3/163 - VERTICAL&HORIZONTAL SECTIONS(THROUGH FRAME) DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/41NCH ADEQUACY OF THE EXISTING STRUCTURAL MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.11/2 INCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING _ VERTICAL&HORIZONTAL SECTIONS oTp EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 4 (OPTIONAL ACCESSORY FLANGE) '�\ WITHSTANDING AND TRANSFERRING APPLIED PRODUCT v/ 7. THIRD TION:FOR INSTALLATIO SE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE "7 #10 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF O OF 3 THREADS PENETRATION BEYOND METAL WALL. INSTALLATION. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 2 FOR v 1 FURTHER DETAILS OF BUCK INSTALLATION. H o_ 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF > U CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE COATING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR w U A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MAX OVERALI,SIZE INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE DESIGN MISSILE FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN WIDTH HEIGHT CONFIG. PRESSURE IMPACT RATING BLOCK. NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCE APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR AHJ. 71 5/8" 79 3/4" XO .50/-50 PSF NON IMPACT Z MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON SPECIFIED BY THE ANCHOR MANUFACTURER. THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. `�\\ 0 'A� R 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON 6. FRAME MATERIAL:PVC - r; ••• SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: O. n� 6-ti� A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0,55. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 13001. S.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET 2 FOR GLAZING DETAIL. LL: F F C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH W = S � o MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 AND GROUT CONFORMS TO A5TM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. •••.•� . D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH �i 111 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. OR E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE. LL T ti.l F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF co Irl —� 1/16".MIN.1/2"EDGE DISTANCE. Digitally signed by Hermes F.Norero,P.E. U V) Reason:I am approving this document Date:2016.04.2414:07:29-04.00' DING#: SW0003 FL#: FL20101 SHEET: 1 OF 4 SilverLine [Andersen MAX.FRAME =Y WIDTH 715!8" � B F MAX.bLO. 6 15"MAX. FROM WIDTH 31" win Rows.000Rs , 3 q O.C. �� I CORNERS TYP. ONE snVERLINEDRrve NORTH BRUNSWICK.NJ 08902 PH:(752)435,1000 H picc o MAX.FRAME 3 "O" "X" 3 f O X. i o 0 w V a HEIGHT 79 3/4" 1-- 23 112"MAX. E In Z to Z Z m x O.G. Qd oQ m �Zm MAX.DLO. 2 I a p D¢N HEIGHT 73" > uu m a Z¢ w C w w w Q p b"MAX. } A E FROM J a 3 4 CORNERS TYP. ELEVATION ANCHOR LAYOUT �//11 SLIDING GLASS DOOR THROUGH FRAME v tt INTERIOR VIEW Z 0 Z Y l O NOTE: - 3/4"O.A.I.G.GLASS iLOCATION OF BUCK OR WINDOW ANCHORS MAY BE CONSISTING OF: U v 1/8"TEMPERED W w ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER IX SPACING BETWEEN ANCHORS SUCH THAT MAX.D.C. 1!2"AIR SPACE SPACING SPECIFIED IS NOT EXCEEDED. 1!B"TEMPERED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. INTERIOR EXTERIOR f� \� INTERIOR e) 1/4"ITW TAPCON ANCHOR / ` Z b"FROM CORNERS 16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT ❑ I Q 11/4"MIN. WINDOW FRAME, 7---" O. r,!,'C>,�E d� EMBEDMENT L BY OTHERS INTERLOCK 'P REINFORCING o 3/32"SETTING BLOC _ MIN.GLASS li ; o. " 11/2"MIN.EDGE GALVANIZED STEEL BITE 1/2" >. DISTANCE EXTERIOR GLAZING DETAIL 1 11/2"MIN,EDGE D ? w DISTANCE CONCRETE/MASONRY a BY OTHERS HORIZONTAL SECTION ALOL-GLAZING CONFxGURATlONs 5Ha44 COMPLY a M 3-j M TEt i Z 2 MEETING RAIL WITH SAFETY GLAZING REQUIREMENTS o 0 BUCK INSTALLATION DETAIL OUTLINED IN CURRENT FBC AN DlOR ASTM E DWG#: 1300-04. S`^`D 00 3 SHEET: 2 of 4 #10 WOOD SCREW SilverLine INSTALLATION ANCHOR lv Andersen CAULK BETWEEN 11/4"MIN.EMBEDMENT CONCRETE/MA50NRY BY OTHERS CONCRETE/MASONRY&1X CAULK BETWEEN 3/4"MIN.EDGE WOOD BUCK BY OTHERS 1/4"MAX. INTERIOR CONCRETE/MASONRY 6 2X--1DISTANCE SHIM SPACE ONE SRYERLINE DRIVE WOOD BUCK BY OTHERS 41 1/2"MIN.EMBEDMENT NORTH BRUN5MCK,W 08902 a 11/2"MIN.EDGE PH:(752)4351000 2X WOOD BUCK DISTANCE v' � 5EE GLAZING BY OTHERS ❑ DETAIL,SHEET 2 > m m I/4"MAX. x Z m 2 SHIM SPACE' o v EXTERIOR FINISH Q m Z vi W'o BY OTHERS ❑ ❑ ❑ _/ O° > O m ❑oQ�— 3/16"ITW TAPCON x o w u) - a PERIMETER SEALANT 0 INSTALLATION ANCHOR •'`' ( 0 0 0 C0 Q 1i- v BY OTHERS CONCRETE/MASONRY / ¢ d Z m Q LL BY OTHERS -' a m a-'c m FIXED HEAD REINF. 1X WOOD BUCK EXTERIOR w a Z UNIT GALVANIZED STEEL / m (OPTIONAL)BY OTHERS S" ¢ m o a HEIGHT EXTERIOR ( / INTERIOR d EXTERIOR FINISH w m BY OTHERS O.A. 5EE GLAZING PERIMETER SEALANT UNIT - w DETAIL,SHEET 2 BY OTHERS WIDTHcc 0 VERTICAL SECTION HORIZONTAL SECTION 3 HEAD-2X WOOD BUCK3 JAMB-1X WOOD BUCK INTO CONCRETE/MASONRY U) THROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE Z 0 H z o 1/4"MAX. SEE GLAZING SHIM SPACE DETAIL,SHEET 2 3 THREAD PENETRATION LJ Lu Bo BEYOND METAL FRAME O.A. EXTERIOR /V INTERIOR INTERIOR UNIT 3/4"MIN.EDGE HEIGHT ❑ DISTANCE FIXED SILL REINF. ( ZIA I GALVANIZED STEEL #10 SELF-DRILLING GRADE 5 ���� �J 1/4"MAX. SEE GLAZING INSTALLATION ANCHOR `�����0 * ���4�4 PERIMETER SEALANT SHIM SPACE DETAIL,SHEET 2 �'' BY OTHERS ��111OC�❑ 0• r`' -O°� �Q��— METAL SUBSTRATE BY OTHERS a,p ��� 11/4"MIN. (SEE INSTALLATION NOTE#12,SHEET 1) ~ EXTERIOR FINISH "Y. U) .Ll F 1< BY OTHERS EMBEDMENT EXTERIOR SHEATING BY OTHERS y EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 11/2"MIN.EDGE O.A. PERIMETER SEALANT BY DISTANCE UNIT OTHERS `D T 3/16"ITW TAPCON WIDTHa0 N m INSTALLATION ANCHOR A VERTICAL SECTION C HORIZONTAL SECTION 0 ' � L Z 3 SILL-CONCRETE/MASONRY 3 JAMB-METAL STUD DWG#: THROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE S W D003 SHEET: 3 OF 4 CONCRETE/MASONRY BY OTHERS Silver Line CAULK BETWEEN byAnderSen CONCRETE/MASONRY S 2X WOOD BULK BY OTHERS 2X WOOD BULK 3/4"MIN.EDGE #10 WOOD SCREW 3 THREAD PENETRATION BY OTHERS DISTANCE INSTALLATION ANCHOR BEYOND METAL FRAME 1/4'MAX. wlxoow•s.oo"xs SHIM ONE BRUNSWICK, DRIVE CAULK BETWEEN NORTH BRUNSWICK,NJ DRIVE 2 2X WOOD BUCK BY OTHERS d ' • a 11/2"MIN.EMBEDMENT q PH:(752)435-1000 OPTIONAL FLANGE 3/4"MIN.EDGE �� SEE GLAZING DISTANCE ❑ DETAIL,SHEET 2 > OPTIONAL ACCESSORY FLANGE 1/4"MAX. x Z m m SHIM SPACE f o ¢ EXTERIOR FINISH / i INTERIOR r` o #10 SELF-DRILLING GRADE 5___/// Q Z ��" BY OTHERS ❑D �� 1 INSTALLATION ANCHOR �� =a N N J A Of PERIMETER SEALANT Q I ( o O o o a v BY OTHERS METAL SUBSTRATE BY OTHERS k x u w LL (SEE INSTALLATION NOTE#12,SHEET 1) _ a w H m a L-- O.A. FIXED HEAD REINF. EXTERIOR 0 a T a" CAULK BETWEEN p ¢H UNIT GALVANIZED STEEL J METAL STUD$ w m Z HEIGHT EXTERIOR J INTERIOR OPTIONAL FLANGE PERIMETER SEALANT BY lff > �a wm o OTHER$ 0 Lu rn OPTIONAL ACCESSORY FLANGE °C O.A. SEE GLAZING $HEATING BY OTHERS UNIT w DETAIL,SHEET 2 EXTERIOR FINISH BY OTHERS WIDTH a VERTICAL SECTION HORIZONTAL SECTION m 4 HEAD-2X WOOD BUCK 4 JAMB-METAL STUD OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE 7- 0 O Z 1/4"MAX. H H SEE GLAZING SHIM SPACE Luu DETAIL,SHEET 2 3 THREAD PENETRATION LLJ N BEYOND METAL FRAME (Y a O.A. ' INTERIOR _ 1 HEIGHTUNIT EXTERIOR J� �1 INTERIOR / \ pg 3/4"MIN.EDGE ( I_1 DISTANCE O FIXED SILL REINF. 1 Z GALVANIZED STEEL \ / �00 INSTALLATION ANCHOR GRADElu SELF-DRILLING 5 ��.,N` O 1/4"MAX. SEE GLAZING �� ,..•••.. tij �(rc PERIMETER SEALANT ❑ SHIM$PACE DETAIL,SHEET 2 OPTIONAL ACCESSORY FLANGE BY OTHERS QO�� •1 �', q60 a METAL SUBSTRATE BY OTHERS EXTERIOR FINISH BY OTHERS } 11/2"MIN. EXTERIOR (SEE INSTALLATION NOTE#12,SHEET 1) EMBEDMENT /f N J` 2X WOOD BUCK BY OTHERS PERIMETER SEALANT BY J CAULK BETWEEN METAL STUD& CAULK BETWEEN OTHERS OPTIONAL FLANGE �i OF CONCRETE/MASONRY S 2X •'. � y WOOD BUCK BY OTHERS CONCRETE/MASONRY O.A. $HEATING BY OTHERS 3/4'MIN.EDGE BY OTHERS UNIT EXTERIOR FINISH BY OTHERS �fi m m U V) #10 WOOD SCREW DISTANCE WIDTH a 3 00 tai Z INSTALLATION ANCHOR VERTICAL SECTION o o �� HORIZONTAL SECTION DWG#: 4 SILL-2XWOOD SSORYFBUCK JAMB LAC METALSTUDD SW0003 OPTIONAL ACCESSORY FLANGE � OPTIONAL ACCESSORY FLANGE W J< SHEET' 4 OF A 398 East Dania Beach Blvd. i� BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 ' Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@ buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 5500/5700 —Model 5502HV/5702HV Patio Door (Non-Impact) for Florida Product Approval Report No. 4236 5th Edition Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: Model 5502HV/5702HVPatio Door Material: PVC Product Dimensions: 71518"x 79 3/4"Max. 0.A. (XO) Prepared for: Silver Line Building Products One Silverline,Dr. Nortli Brunswick, NJ 08902 Prepared by: ` ��,.;��'• Herines F. Norero, P.E. . 0 7 Florida Professional Engineer#73778 _ �r Date: 03/09/2016 T T Contents: �i ��•••• �� �� Evaluation Report Pages 1 —4 s/pNA1- Digitally signed by Hermes F.Norero,P.E. �1/// Reason:I am approving this document Hermes It!IJldWo, P.E. . Date:2016.04.10 16:02:37-04'00' Florida No.73778 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 ' Report No: 4236 Certificate of Authorization:29578 Manufacturer: Silver Line Building Products Product Category: Exterior Doors Product Sub-Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Model 5502HV/5702HV Patio Door Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes F. Norero, R.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 51h Edition Florida Building Code. See Installation Instructions SWD003,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 51h Edition Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD003 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD003 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 ' Report No: 4236 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization#:CER1508). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-11 • TAS 202-94 Referenced Data: 1. Product Testing performed by Architectural Testing (FBC Organization# TST1558) Report: Dated: F3692.01-109-18-RO 02/09/16 F3692.02-109-44-RO 01/21/16 2. Certification Agency Window and Door Manufacturers Association (FBC Organization#: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page,3 of 4 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 Certificate of Authorization:29578 Report No: 4236 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G. =0.55), use#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min.Fc=3000 psi) or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy=33 ksi), use#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions(SWD003)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4